Two 270- x 20-mm steel plates are welded to the flanges of a W254 × 89 wide flange beam (see Table A-2), as shown below. Determine the second moment of the area (a) With respect to the horizontal axis through the centroid of the area. (b) With respect to the vertical axis through the centroid of the area.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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. Two 270- x 20-mm steel plates are welded to the flanges of a W254 x 89 wide flange
beam (see Table A-2), as shown below. Determine the second moment of the area
(a) With respect to the horizontal axis through the centroid of the area.
(b) With respect to the vertical axis through the centroid of the area.
270 mm
20 mm
260 mm
20 mm
CO
Transcribed Image Text:. Two 270- x 20-mm steel plates are welded to the flanges of a W254 x 89 wide flange beam (see Table A-2), as shown below. Determine the second moment of the area (a) With respect to the horizontal axis through the centroid of the area. (b) With respect to the vertical axis through the centroid of the area. 270 mm 20 mm 260 mm 20 mm CO
Table A-2 wide flange Beam, [Si uni't`
Designation
W259 x 89
Flange
Ared Depth with Thuckness.
(mm²) (Mm) (mm)
(mm) (mm)
11355 260
256 17.3
X
E
Y
Axis -
I mm² (mm
S
(mm³) (mm) (mms) (mm²) (mm)
Imm4
142 x 10² 1095 x 1³² 112 48.3 x 10²5 377x1² 65, 3
Axis X-X
web-thickness I
(MM)
10.7
Transcribed Image Text:Table A-2 wide flange Beam, [Si uni't` Designation W259 x 89 Flange Ared Depth with Thuckness. (mm²) (Mm) (mm) (mm) (mm) 11355 260 256 17.3 X E Y Axis - I mm² (mm S (mm³) (mm) (mms) (mm²) (mm) Imm4 142 x 10² 1095 x 1³² 112 48.3 x 10²5 377x1² 65, 3 Axis X-X web-thickness I (MM) 10.7
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